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HOLBROOK AVE <br /> BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 <br /> BONUS RM. <br /> B-1 Date: 7/18/22 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=5.7 in2 R2=5.7 in' (1.5)DL Defl= 0.07 in Recom Camber=0.10 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 3080# Reaction 2 LL 3080# <br /> Beam Wt per ft 6.83# Reaction 1 TL 3727# Reaction 2 TL 3727# <br /> Bm Wt Included 55# Maximum V 3727# <br /> Max Moment 7455'# Max V(Reduced) 3028# <br /> TL Max Defl L/240 TL Actual Defl L/341 <br /> LL Max Defl L/360 LL Actual Defl L/448 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 42.19 28.13 0.28 0.21 <br /> Critical 37.27 18.93 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 88% 67% 70% 80% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 320 Uniform TL: 400 =A <br /> Par Unif LL Par Unif TL Start End <br /> 450 H =525 0 8.0 <br /> H <br /> Uniform Load A <br /> R1 =3727 R2=3727 <br /> SPAN=8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />